Structural Engineering and Mechanics

  • 제63권2호
  • /
  • Pages.259-268
  • /
  • 2017
  • /
  • 1225-4568(pISSN)
  • /
  • 1598-6217(eISSN)
테크노프레스 (Techno-Press)
권호 표지
DOI QR코드

DOI QR Code

Evaluation of the seismic performance of special moment frames using incremental nonlinear dynamic analysis

  • Khorami, Majid (Facultad de Arquitectura y Urbanismo, Universidad Tecnologica Equinoccial, Calle Rumipamba s/n y Bourgeois) ;
  • Khorami, Masoud (Civil Engineering Department, Islamic Azad University) ;
  • Motahar, Hedayatollah (Civil Engineering Department, Islamic Azad University) ;
  • Alvansazyazdi, Mohammadfarid (Facultad Ingenieria Ciencias Fisicas y Matematica, Carrera Ingenieria Civil, Universidad Central del Ecuador) ;
  • Shariati, Mahdi (Faculty of Civil Engineering, University of Tabriz) ;
  • Jalali, Abdolrahim (Faculty of Civil Engineering, University of Tabriz) ;
  • Tahir, M.M. (UTM Construction Research Centre, Faculty of Civil Engineering, Universiti, Teknologi Malaysia (UTM))
  • 투고 : 2016.05.10
  • 심사 : 2017.02.09
  • 발행 : 2017.07.25
⟨ 이전 논문 다음 논문 ⟩

초록

In this paper, the incremental nonlinear dynamic analysis is used to evaluate the seismic performance of steel moment frame structures. To this purpose, three special moment frame structure with 5, 10 and 15 stories are designed according to the Iran's national building code for steel structures and the provisions for design of earthquake resistant buildings (2800 code). Incremental Nonlinear Analysis (IDA) is performed for 15 different ground motions, and responses of the structures are evaluated. For the immediate occupancy and the collapse prevention performance levels, the probability that seismic demand exceeds the seismic capacity of the structures is computed based on FEMA350. Also, fragility curves are plotted for three high-code damage levels using HASUS provisions. Based on the obtained results, it is evident that increase in the height of the frame structures reduces the reliability level. In addition, it is concluded that for the design earthquake the probability of exceeding average collapse prevention level is considerably larger than high and full collapse prevention levels.9.

키워드

과제정보

연구 과제 주관 기관 : University of Tabriz

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